Retrofitting and Rehabilitation in Steel Moment-resisting Frame with Prestressed Concrete Slab against Progressive Collapse Potential

Document Type : Original Article


Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran


Diaphragms are a fundamental part of the earthquake-resistant system, and in terms of rigidity, it is essential to transmit dynamic loads on a base of the structure.Also, floor openings on the response of buildings against progressive collapse are issues that have received less attention.In this study, floor opening surfaces and their positions on the progressive collapse potential of steel moment-resisting frame (SMRF) buildings were investigated according to the alternate load path method.Also, to retrofit and rehabilitate the two-way reinforced concrete (RC) slabs against a progressive collapse, two strategies, prestressed concrete slabs and installing carbon fiber reinforced polymer sheets on the surface of the old concrete slab, were proposed and six-story SMRF buildings were simulated using the finite element method. The maximum axial force around the removal column is 20% greater than the corresponding values on the floor opening is in the corner of the plan and the appropriate performance of the prestressed concrete slab leads to the load distribution in the ceiling diaphragm.


  1. UFC 4–023-03, “Design of Buildings to Resist Progressive Collapse.” Department of Defense Unified Facilities Criteria, (2016).
  2. GSA, General Service Administration, Washington D.C “Alternate path analysis and design guidelines for progressive collapse resistance”, (2016).
  3. ASCE 7–05, “Minimum Design Loads for Buildings and Other Structures”. American Society of Civil Engineers New York, (2005).
  4. Kiakojouri, F., De Biagi, V., Chiaia, B., Sheidaii, M. R. (2020). “Progressive collapse of framed building structures: Current knowledge and future prospects.” Engineering Structures, (2020), 206, 110061, DOI: 10.1016/j.engstruct.2019.110061
  5. Galal, M. A., Bandyopadhyay, M., Banik, A. K. “Dual effect of axial tension force developed in catenary action during progressive collapse of 3D composite semi-rigid jointed frames.” Structures, 19, (2019), 507-519.
  6. Shakib, H., Zakersalehi, M., Jahangiri, V., Zamanian, R. “Evaluation of plasco building fire-induced progressive collapse.” Structures, Vol. 28, (2020), 205-224, DOI: 1016/j.istruc.2020.08.058.
  7. Bagheripourasil, M., Mohammadi, Y. “Comparison between alternative load path method and a direct applying blast loading method in assessment of the progressive collapse,” Journal of Rehabilitation in Civil Engineering, 3, No. 2, (2015), 1-15, DOI; 10.22075/jrce.2015.367.
  8. Pourasil, M.B., Mohammadi, Y. Gholizad, A. “A proposed procedure for progressive collapse analysis of common steel building structures to blast loading.” KSCE Journal of Civil Engineering, Vol. 21, (2017), 2186-2194, DOI: 10.1007/s12205-017-0559-0
  9. Abdelwahed, B. “A review on building progressive collapse, survey and discussion” Case Studies in Construction Materials, Vol. 11, e00264 DOI: 1016/j.cscm.2019.e00264
  10. Fruhwald, E., Serrano, E., Toratti, T., Emilsson, A., Thelandersson, S. “Design of safe timber structures-How can we learn from failures in concrete, steel and timber?”, Report TVBK-3053, 2007.
  11. Russell, J. M., Sagaseta, J., Cormie, D., Jones, A. E. K. “Historical review of prescriptive design rules for robustness after the collapse of Ronan Point.” Structures, Vol. 20, (2019), 365-373.
  12. Byfield, M., Mudalige, W., Morison, C., Stoddart, E. “A review of progressive collapse research and regulations.” Proceedings of the Institution of Civil Engineers-Structures and Buildings, Vol. 167, No. 8, (2014), 447-456, DOI: 1680/stbu.12.00023.
  13. Martin, R., Delatte, N. J. “Another looks at the L'Ambiance Plaza collapse. Journal of Performance of Constructed Facilities,” Vol. 14, No. 4, (2000), 160-165, DOI: 1061/(ASCE)0887-3828(2000)14:4(160)
  14. Osteraas, J. D. “Murrah building bombing revisited: A qualitative assessment of blast damage and collapse patterns.” Journal of Performance of Constructed Facilities, Vol. 20, No. 4, (2006), 330-335, DOI: 1061/(ASCE)0887-3828(2006)20:4(330).
  15. Gardner, N. J., Huh, J., Chung, L. “Lessons from the Sampoong department store collapse.” Cement and Concrete Composites, Vol. 24, No. 6, (2002), 523-529. DOI: 1016/S0958-9465(01)00068-3.
  16. El-Tawil, S., Li, H., Kunnath, S. “Computational simulation of gravity-induced progressive collapse of steel-frame buildings: Current trends and future research needs.” Journal of Structural Engineering, Vol. 140, No. 8, (2014), A2513001, DOI: 1061/(ASCE)ST.1943-541X.0000897.
  17. Kotsovinos, P., Usmani, A. “The World Trade Center 9/11 disaster and progressive collapse of tall buildings.” Fire Technology, Vol. 49, No. 3, (2013), 741-765, DOI: 1007/s10694-012-0283-8.
  18. Bosela Jr, P., Bosela, P. “Tropicana Parking Garage Collapse.” In Forensic Engineering 2018: Forging Forensic Frontiers Reston, VA: American Society of Civil Engineers. (2018), 1118-1124.
  19. Kaafi, P., Ghodrati Amiri, G. “Investigation of the progressive collapse potential in steel buildings with composite floor system,” World Academy of Science, Engineering and Technology, International Journal of Civil and Environmental Engineering, 1, No. 8, (2014).
  20. Maqsood, S. T., Schwarz, J. “Analysis of building damage during the 8 October 2005 earthquake in Pakistan.” Seismological Research Letters, Vol. 79, No. 2, (2008), 163-177, DOI: 1785/gssrl.79.2.163
  21. Rigby, S. E., Lodge, T. J., Alotaibi, S., Barr, A. D., Clarke, S. D., Langdon, G. S., Tyas, A. “Preliminary yield estimation of the 2020 Beirut explosion using video footage from social media” Shock Waves, (2020), 1-5.
  22. Mousapoor, E., Ghiasi, V., Madandoust, R. “Macro modeling of slab-column connections in progressive collapse with post-punching effect.” Structures, Vol. 27, (2020), 837-852, 1016/j.istruc.2020.06.025.
  23. Shan, S., Li, S. “Fire-induced progressive collapse mechanisms of steel frames with partial infill walls”, Structures”, Vol. 25, (2020) 347-359, DOI: 1016/j.istruc.2020.03.023.
  24. Meng, B., Hao, J., Zhong, W., Tan, Z., Duan, S. “Improving collapse-resistance performance of steel frame with openings in beam web.” Structures, 27, 2156-2169, 10.1016/j.istruc.2020.08.009.
  25. Rezvani, F. H., Yousefi, A. M., Ronagh, H. R. “Effect of span length on progressive collapse behaviour of steel moment resisting frames.” Structures, 3, 81-89. 10.1016/j.istruc.2015.03.004.
  26. Kong, D. Y., Yang, Y., Yang, B., Zhou, X. H. “Experimental Study on Progressive Collapse of 3D Steel Frames under Concentrated and Uniformly Distributed Loading Conditions.” Journal of Structural Engineering, Vol. 146, No. 4, (2020), 04020017.
  27. Wang, J., Wang, W., Bao, Y., Lehman, D. “Numerical investigation on progressive collapse resistance of steel-concrete composite floor systems.” Structure and Infrastructure Engineering, (2020), Vol. 18, No. 2, 1-15, DOI: 1080/15732479.2020.1733622
  28. Tavakoli, H. R., Alashti, A. R. “Evaluation of progressive collapse potential of multi-story moment resisting steel frame buildings under lateral loading”, Scientia Iranica, Vol. 20, No. 1, (2013), 77-86.
  29. Wang, W. M., Li, H. N., Tian, L. “Progressive collapse analysis of transmission tower-line system under earthquake.” Advanced Steel Construction, Vol. 9, No. 2, (2013), 161-172.
  30. Salmasi, A. C., Sheidaii, M. R. “Assessment of eccentrically braced frames strength against progressive collapse.” International Journal of Steel Structures, Vol. 17, No. 2, 543-551.
  31. Qiao, H., Luo, C., Wei, J., Chen, Y. “Progressive Collapse Analysis for Steel-Braced Frames Considering Vierendeel Action.” Journal of Performance of Constructed Facilities, Vol. 34, No. 4, (2020), 04020069.
  32. Elsanadedy, H. M., Al-Salloum, Y. A., Alrubaidi, M. A., Almusallam, T. H., Abbas, H. “Finite element analysis for progressive collapse potential of precast concrete beam-to-column connections strengthened with steel plates, Journal of Building Engineering, Vol. 34, No. 11, (2020), 101875, DOI: 1016/j.jobe.2020.101875
  33. Sun, R., Huang, Z., Burgess, I. W. “Progressive collapse analysis of steel structures under fire conditions.” Engineering Structures, Vol. 34, (2012), 400-413, DOI: 1016/j.engstruct.2011.10.009.
  34. Gerasimidis, S., Sideri, J. “A new partial-distributed damage method for progressive collapse analysis of steel frames.” Journal of Constructional Steel Research, Vol. 119, (2016), 233-245. DOI: 1016/j.jcsr.2015.12.012
  35. Pordel Maragheh, B., Jalali, A., Mirhoseini Hezaveh, S. M. (2020). “Effect of Initial Local Failure Type on Steel Braced Frame Buildings against Progressive Collapse.” International Journal of Engineering, Transactions A: Basics, Vol. 33, No. 1, (2020), 34-46. doi: 10.5829/ije.2020.33.01a.05
  36. Fu, F., “3-D nonlinear dynamic progressive collapse analysis of multi-story steel composite frame buildings—Parametric study.” Engineering Structures, Vol. 32, No. 12, (2010), 3974-3980, DOI: 1016/j.engstruct.2010.09.008.
  37. Naji, A., Irani, F. “Progressive collapse analysis of steel frames: Simplified procedure and explicit expression for dynamic increase factor.” International Journal of Steel Structures, Vol. 12, No. 4, (2012), 537-549.
  38. Karimian, A., Armaghani, A., Behravesh, A. “Performance of Low-yield Strength Plates in Beam-column Connections against Progressive Collapse.” KSCE Journal of Civil Engineering, Vol. 23, No. 1, (2019), 335-345, DOI: 1007/s12205-018-0653-y
  39. Zahrai, S. M., Zeighami, E. “Cyclic Behavior of Variously Drilled Flange Beam Connected to Box Column.” AUT Journal of Civil Engineering. DOI: 22060/ajce.2020.17448.5633
  40. Liu, C., Fung, T. C., Tan, K. H. “Dynamic performance of flush end-plate beam-column connections and design applications in progressive collapse.” Journal of Structural Engineering, Vol. 142, No. 1, (2016), 04015074, DOI: 1061/(ASCE)ST.1943-541X.0001329
  41. Yang, B., Tan, K. H. “Robustness of bolted-angle connections against progressive collapse: Experimental tests of beam-column joints and development of component-based models.” Journal of Structural Engineering, Vol. 13, No. 9, (2013) 1498-1514, DOI: 1061/(ASCE)ST.1943-541X.0000749
  42. Wang, F., Yang, J., Pan, Z. “Progressive collapse behaviour of steel framed substructures with various beam-column connections.” Engineering Failure Analysis, Vo. 109, (2020), 104399, DOI: 1016/j.engfailanal.2020.104399
  43. Chen, Y., Huo, J., Chen, W., Hao, H., Elghazouli, A. Y. “Experimental and numerical assessment of welded steel beam-column connections under impact loading.” Journal of Constructional Steel Research, Vol. 175, (2020), 106368, DOI: 1016/j.jcsr.2020.106368.
  44. Li, S. Q., Yu, T. L., Jia, J. F. “Empirical seismic vulnerability and damage of bottom frame seismic wall masonry structure: A case study in Dujiangyan (China) region”, International Journal of Engineering, Transactions C: Aspects, Vol. 32, No. 9, (2019), 1260-1268. DOI: 10.5829/ije.2019.32.09c.05.
  45. Li, S. Q., Yu, T. L., Jia, J. F. “Investigation and analysis of empirical field seismic damage to bottom frame seismic wall masonry structure”, International Journal of Engineering, Transactions B: Applications, Vol. 32, No. 8, (2019), 1082-1089. DOI: 10.5829/ije.2019.32.08b.04
  46. Li, S. Q., Yu, T. L., Chen, Y. S. “Comparison of macroseismic intensity scales by considering empirical observations of structural seismic damage”, Earthquake Spectra, Vol. 37, No. 1, (2021), 449-485. DOI: 10.1177/8755293020944174
  47. Ozturk, B., Yilmaz, C., Şentürk, T. “Effect of FRP retrofitting application on seismic behavior of a historical building at Nigde”, 14th European Conference on Earthquake Engineering 2010: Ohrid, Republic of Macedonia, (2010).‏
  48. Ozturk, B. “Seismic behavior of two monumental buildings in historical Cappadocia region of Turkey.” Bulletin of Earthquake Engineering, Vol. 15, No. 7, (2017), 3103-3123.‏
  49. Oztürk, B., Şentürk, T., Yilmaz, C. “Analytical Investigation of Effect of Retrofit Application using FRP on Seismic Behavior of a Monumental Building at Historical Cappadocia Region of Turkey.‏”
  50. Zhu, Y. F., Chen, C. H., Huang, Y., Huang, Z. H., Yao, Y., Keer, L. M. “Dynamic progressive collapse of steel moment frames under different fire scenarios.” Journal of Constructional Steel Research, Vol. 173, (2020), 106256.
  51. Wang, F., Yang, J., Pan, Z. “Progressive collapse behaviour of steel framed substructures with various beam-column connections.” Engineering Failure Analysis, Vol. 109, (2020), 104399, DOI: 1016/j.engfailanal.2020.104399.
  52. Qiao, H., Chen, Y., Wang, J., Chen, C. “Experimental study on beam-to-column connections with reduced beam section against progressive collapse.” Journal of Constructional Steel Research, Vol. 175, (2020), 106358, DOI: 1016/j.jcsr.2020.106358.
  53. Mousapoor, E., Ghiasi, V., Madandoust, R. “Macro modeling of slab-column connections in progressive collapse with post-punching effect.” Structures, 27, 837-852, DOI: 10.1016/j.istruc.2020.06.025.
  54. Livingston, E., Sasani, M., Bazan, M., Sagiroglu, S. “Progressive collapse resistance of RC beams.” Engineering Structures, Vol. 95, (2015), 61-70, DOI: 1016/j.engstruct.2015.03.044
  55. Abaqus theory manual. Version, Hibbitt. (2016). Pawtucket (RI): Karlsson and Sorensen, Inc.
  56. Torabian, A., Isufi, B., Mostofinejad, D., Ramos, A. P. “Flexural strengthening of flat slabs with FRP composites using EBR and EBROG methods.” Engineering Structures, Vol. 211, (2020), 110483.
  57. Sharif, A., Al-Sulaimani, G. J., Basunbul, I. A., Baluch, M. H., Ghaleb, B. N. “Strengthening of initially loaded reinforced concrete beams using FRP plates.” Structural Journal, 91, No. 2, (1994), 160-168.
  58. Mostofinejad, D., Hajrasouliha, M. “Shear retrofitting of corner 3D-reinforced concrete beam-column joints using externally bonded CFRP reinforcement on grooves.” Journal of Composites for Construction, Vol. 22, No. 5, (2018), 04018037, DOI: 1061/(ASCE)CC.1943-5614.0000862.
  59. Jafarian, N., Mostofinejad, D., Naderi, A. “Effects of FRP grids on punching shear behavior of reinforced concrete slabs.” Structures, Vol. 28, 2523-2536, DOI: 1016/j.istruc.2020.10.061
  60. Gao, D., Fang, D., You, P., Chen, G., Tang, J. “Flexural behavior of reinforced concrete one-way slabs strengthened via external post-tensioned FRP tendons.” Engineering Structures, Vol. 216, (2020), 110718, DOI: 1016/j.engstruct.2020.110718.
  61. Chen, W., Pham, T. M., Elchalakani, M., Li, H., Hao, H., Chen, L. “Experimental and Numerical Study of Basalt FRP Strip Strengthened RC Slabs under Impact Loads.” International Journal of Structural Stability and Dynamics, Vol. 20, No. 6, (2020), 2040001, DOI: 1142/S0219455420400015.
  62. Tao, Y., Wang, W. “Flexural performance of Reinforced Concrete One-way Slabs Strengthened by FRP Grid.” In IOP Conference Series: Earth and Environmental Science, 560, No. 1, 012092, IOP Publishing.
  63. ETABS, C. (2015). 15.0. Berkeley. CA: Computers and Structures Inc.
  64. Feng Fu. “Response of a multi-storey steel composite building with concentric bracing under consecutive column removal scenarios.” Journal of Constructional Steel Research, Vol. 70, (2012), 115–126. DOI: org/10.1016/j.jcsr.2011.10.012.

















  1. Hosseini, S. M., Amiri, G. G. “Successive collapse potential of eccentric braced frames in comparison with buckling-restrained braces in eccentric configurations” International Journal of Steel Structures, Vol. 17, No. 2, (2017), 481-489. DOI: org/10.1007/s13296-017-6008-6.
  2. Mohammadi, Y, Bagheripourasil, M, “Investigation of steel buildings response equipped with buckling-restrained braces against progressive collapse”, Journal of Structural and Construction Engineering (JSCE), Vol. 8, No. 2, (2019), 119-140, DOI: 10.22065/jsce.2019.153064.1688.
  3. Guo, L., Gao, S., Fu, F., Wang, Y. “Experimental study and numerical analysis of progressive collapse resistance of composite frames.” Journal of Constructional Steel Research, Vol. 89, (2013), 236-251.
  4. Floruţ, S. C., Sas, G., Popescu, C., Stoian, V. “Tests on reinforced concrete slabs with cut-out openings strengthened with fiber-reinforced polymers.” Composites Part B: Engineering, Vol. 66, 484-493, DOI: 1016/j.compositesb.2014.06.008.
  5. Ellobody, E., Bailey, C. G. “Modeling of unbonded post-tensioned concrete slabs under fire conditions.” Fire Safety Journal, Vol. 44, No. 2, (2009), 159-167.
  6. Nawy, E. G. (1996). Prestressed concrete. A fundamental approach (No. Second Edition).
  7. Kong, F. K., Evans, R. H. “Reinforced and prestressed concrete.”, (2013), DOI: 1017/CBO9781107282223.
  8. Ma, G., Du, Q. “Structural health evaluation of the prestressed concrete using advanced acoustic emission (AE) parameters.” Construction and Building Materials, Vol. 250, (2020), 118860, DOI: 1016/j.conbuildmat.2020.118860.
  9. Wu, C., Oehlers, D. J., Rebentrost, M., Leach, J., Whittaker, A. S. “Blast testing of ultra-high-performance fiber and FRP-retrofitted concrete slabs.” Engineering Structures,” Vol. 31, No. 9, (2009), 2060-2069.
  10. Mosallam, A. S., Mosalam, K. M. “Strengthening of two-way concrete slabs with FRP composite laminates.” Construction and building materials, Vol. 17, No. 1, (2003), 43-54.
  11. Hassan, T., Rizkalla, S. “Flexural strengthening of prestressed bridge slabs with FRP systems.” PCI Journal, Vol. 47, No. 1.
  12. Abdulrahman, B. Q., Aziz, O. Q. “Strengthening RC flat slab-column connections with FRP composites: A review and comparative study.” Journal of King Saud University-Engineering Sciences, Vol. 33, No. 7, (2021), 471-481. DOI: 11016/j.jksues.2020.07.005.